Arkansas: Salida to Portland
Evolution of the network
Gage flow trend & changepoints
What counts as a trend here
Computed 2026-08-20 08:34 from 22 gage(s) with cached period-of-record data. Mann-Kendall (trend) and Pettitt (changepoint) both require at least 8 years spanning at least 10 years of record. A gage below that reports no signal — which is not the same as “no change.”
Of the 22 gages with enough record, 3 are trending down and 1 up, and 5 carry a detected shift. The clearest is BADGER CREEK, UPPER STATION, NEAR HOWARD, CO, -133.1 points of its long-term median per decade over 23 years (p=0.0018). The other 15 show no clear signal either way.
| Gage | Trend | Change / decade points of median | Significance | Years | Changepoint |
|---|---|---|---|---|---|
|
▸
BEAVER CREEK NEAR PORTLAND, CO. BEAPORCO |
no clear trend | +743.3 | p=0.053 | 17 | ~1979 |
|
▸
BADGER CREEK, UPPER STATION, NEAR HOWARD, CO BADUPPCO |
↓ decreasing | -133.1 | p=0.002 | 23 | ~1988 |
|
▸
FOURMILE CREEK BELOW CRIPPLE CREEK NEAR VICTOR, CO FOUVICCO |
↓ decreasing | -33.6 | p=0.019 | 34 | — |
|
▸
BADGER CREEK, LOWER STATION, NEAR HOWARD, CO. BADLOWCO |
↓ decreasing | -29.9 | p=0.008 | 23 | — |
|
▸
BEAVER CR ABV UPPER BEAVER CEMETERY NR PENROSE, CO BEACEMCO |
no clear trend | -25.9 | p=0.096 | 31 | ~2000 |
|
▸
FOURMILE CREEK NEAR CANON CITY, CO. FMCCANCO |
↑ increasing | +21.6 | p=0.009 | 32 | ~1979 |
|
▸
ARKANSAS RIVER AT PARKDALE, CO. ARKPARCO |
no clear trend | -1.9 | p=0.250 | 71 | ~1999 |
15 other gage(s) show no significant trend or changepoint (not shown).
How the measurement network itself changed
This basin was not always measured the way it is today — the API-era record is dense and recent, the early record sparse. 15 gage(s) and 278 structure(s) report in 2026, but structure reporting only reached half its modern level around ~1970. Every historical claim below is checked against this: long-term shifts that co-move with the growth of the network carry an explicit measurement-evolution caution, and abandonment screens whose idleness begins before the modern reporting era are flagged †.
| Decade | Gages with data (median yr) | Structures reporting (median yr) |
|---|---|---|
| 1880s | 1 | 0 |
| 1890s | 1 | 1 |
| 1900s | 1 | 0 |
| 1910s | 1 | 104 |
| 1920s | 1 | 121 |
| 1930s | 1 | 150 |
| 1940s | 2 | 120 |
| 1950s | 2 | 98 |
| 1960s | 2 | 92 |
| 1970s | 5 | 163 |
| 1980s | 6 | 212 |
| 1990s | 9 | 146 |
| 2000s | 6 | 138 |
| 2010s | 9 | 135 |
| 2020s | 14 | 270 |
Mass-balance (network closure) trend
Structure divrec-history backfill coverage as of the last check: 1% of 2970 schematic-relevant structures. 0 year(s) clear the 30% coverage gate so far -- the trend activates automatically once qualifying years span a full decade. No action needed; the nightly backfill keeps extending the record.
Reach gain/loss shifts (1950–2026)
Mass-balance kinks computed for every summer month back to 1950 (1052 reach-snapshots) — which reaches gain or lose water, and how that has shifted across decades. Each shift is cross-checked against the observation record above: as more diversions became metered, "unaccounted" water shrinks mechanically, which can masquerade as a hydrologic shift.
- BEAVER CREEK NEAR PORTLAND, CO.: reach shifted from -812 cfs to -1599 cfs summer mean (more losing, p=0.012, 18 yr) [sedimentary plains/foothills: moderate groundwater connectivity -- gain/loss shifts can be real aquifer response; corroborate with nearby well records] [2 alluvial wells within 2 mi of the gage; pooled water table +1.9 ft (1973–1994, no_trend)]
- BADGER CREEK, LOWER STATION, NEAR HOWARD, CO.: reach shifted from +9 cfs to +8 cfs summer mean (more losing, p=0.034, 18 yr) [sedimentary plains/foothills: moderate groundwater connectivity -- gain/loss shifts can be real aquifer response; corroborate with nearby well records] [2 alluvial wells within 2 mi of the gage; pooled water table -3.2 ft (1980–1990, no_trend)]
Groundwater now has its own tab: 187 monitored well(s), water-table trends, stream corridors, and the advisory depletion screen.
Reservoirs now has its own tab: 28 reservoir(s), end-of-year storage back to 1950, click-to-chart histories.
Cross-gage pattern fingerprint
Over the 34-year window with full coverage (1993–2026), the dominant shared pattern across 3 gage(s) explains 82% of year-to-year variance (almost certainly a basin-wide climate/snowpack driver).
All gages in this window move with the shared pattern -- no localized outlier.
Data provenance & quality
Where these numbers come from and how far they can be trusted. Grade B (4/6 points) — the components below are the finding; the letter alone is not. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (imported 2026-08-19) for history, plus the CDSS REST API for current conditions.
| Check | State | What was measured |
|---|---|---|
| gage freshness | current | newest gage reading is 1 day(s) old |
| diversion record | expected-lag | newest diversion record is 293 day(s) old (DWR publishes ~1 year in arrears) |
| structure coverage | sparse | 1% of schematic structures have data |
Independent check: PASS — 100.0000% agreement across 673,673 stored values re-checked against DWR's authoritative record (HydroBase_CO_20260707), over 20 structures. 0 disagreement(s) beyond a 0.01 cfs tolerance. Checked 2026-08-19; a rotating sample covers the whole basin across successive runs, and the structures this report cites are checked every time.
Federal cross-check: PASS — 99.86% day-level agreement with USGS's own published records for the same gages, across 11 co-listed station(s) and 140,364 overlapping days (within max(2%, 0.5 cfs) daily). Pre-1950 records at some gages carry known between-agency day-stamp and transcription differences — scored at each year's best ±1-day alignment; residual disagreement is real historical divergence, flagged for review.
22 gage(s) / 182,962 daily values (1888-10-01–2026-08-19); 484 structure(s) with diversion records; 1967 with decreed rights. Methodology has not yet had independent expert review — treat every figure as an advisory screen, not an administrative or legal conclusion.
1,346 water-level measurements across 187 monitored well(s) — 128 alluvial, 0 bedrock — plus 14 administered well(s) reporting metered pumping.
What is being counted
Observation wells and pumping wells are different populations and are never conflated: water levels come from monitored observation wells, and metered pumping comes from administered wells reporting through diversion records. Click any well to chart its own record.
Well map
3D aquifer x-ray
Every aquifer unit as its own head surface, animated through time.
How the surfaces are built, and what they are not
Alluvial water table on top, Denver Basin members (Dawson, Denver, Arapahoe, Laramie–Fox Hills) stacked beneath where measured, interpolated from measured water levels. Units are never mixed; a surface exists only inside its own unit's well coverage, with no extrapolation; thin epochs are suppressed and say why. Vertical scale is exaggerated for readability and z is head elevation in feet. These are measured heads, not a calibrated groundwater model.
Water-table trends
Of 14 well(s) with enough record for a trend test: 3 declining, 3 rising.
| Fastest-declining wells | Setting | ft / decade | Span | p |
|---|---|---|---|---|
| ▸ NA04801011BAC | alluvial | -0.68 | 45 yr | 0.0 |
| ▸ NA04901019BDD | alluvial | -0.32 | 48 yr | 0.0001 |
| ▸ NA04801231BBD | alluvial | -0.28 | 47 yr | 0.0008 |
Stream corridors — the surface connection
Where a reach's gain or loss has shifted, the wells within two miles of its anchoring gage and what their water table did over the same era.
How the corridor is assembled
For each reach whose gain/loss has shifted (Trends tab): the wells within 2 miles of its anchoring gage, their pooled water-table history over the same era, and an advisory Glover screen of lagged stream depletion from nearby metered pumping. v1 proximity = distance to the reach's anchoring gage; segment-based reach join is a flagged upgrade.
BEAVER CREEK NEAR PORTLAND, CO.: 2 alluvial well(s) nearby; pooled water table +1.9 ft (1973–1994, no_trend, p=0.0501)
BADGER CREEK, LOWER STATION, NEAR HOWARD, CO.: 2 alluvial well(s) nearby; pooled water table -3.2 ft (1980–1990, no_trend, p=0.2758). Glover screen: 0.0 cfs of nearby metered alluvial pumping → est. lagged depletion 0.0–0.0 cfs (uncalibrated T/S ranges; flagged for SPDSS calibration, AWAS cross-check, and expert review — DWR's AWAS is the authority).
Wells labeled by administrative world before anything else is said about them: tributary alluvium participates in the priority system; designated-basin and Denver Basin bedrock aquifers are governed differently and are excluded from stream-connection reasoning. Read bedrock declines differently too: deep bedrock aquifers recharge negligibly on human timescales, so a falling bedrock level is storage mining — effectively permanent — not a drought response that a wet year undoes. All screens advisory.
28 reservoir(s) with 50,282 storage measurement(s), 1950–2026. Basin storage as of 2025-10-31 (the record's own end — reservoir records publish ~annually): 12,167 AF across 24 reservoir(s).
Why storage matters to the flow network
Storage change is real water the mass balance must credit — a losing reach beside a filling reservoir isn't losing water, it's banking it.
Reservoir map — how full is each vessel?
What “full” is measured against
Bubble size is proportional to a reservoir's record-high storage. Fill is its last recorded storage as a share of its surveyed capacity (USACE National Inventory of Dams) where a confident NID match exists — the tooltip names the matched dam — and as a share of its own record high otherwise. A wrong capacity would be worse than an honest record high, so only confident joins upgrade.
A dashed teal ring marks reservoirs reporting live DWR telemetry: their fill reflects yesterday's storage, is drawn as a dotted tail on charts, and is treated as provisional until the next verified HydroBase snapshot supersedes it.
Basin storage, end of each water year
End-of-water-year totals; per-year reservoir counts shown because reporting coverage varies -- a total is only comparable to years with similar counts.
Largest reservoirs on record
Click a reservoir to chart its full storage history.
| Reservoir | Last recorded storage (AF) | As of |
|---|---|---|
| ▸ BRUSH HOLLOW RESERVOIR (1203779) | 2,959 | 2025-10-31 |
| ▸ ROSEMONT RESERVOIR (1203820) | 2,541 | 2025-10-31 |
| ▸ ROOSEVELT RESERVOIR (1203698) | 2,523 | 1991-12-04 |
| ▸ SKAGUAY RESERVIOR (1203511) | 1,978 | 2025-10-31 |
| ▸ PLEASANT VALLEY DITCH (1200500) | 1,814 | 2011-10-31 |
| ▸ MT PISGAH RESERVOIR (1203505) | 1,568 | 2025-10-31 |
| ▸ SADDLE MTN RESERVOIR 4 (1203515) | 1,271 | 2007-05-26 |
| ▸ BISON PARK RESERVOIR (1203913) | 895 | 2025-10-31 |
Decreed rights on this network run from 1860-05-01 to 2023-12-28. 25 abandonment screens and 163 compliance flags are listed below as leads for review — a screen is not an abandonment and a flag is not a violation.
Rights on file: 2503 across 1967 structure(s); 69 structure(s) carry 0 court-case references. Advisory reading aids on public DWR data — not administrative or legal conclusions.
Abandonment radar (25 screens)
Absolute rights with 10+ years of no recorded diversions. Screens only — storage, alternate points, and plan operations can explain nonuse lawfully. And diversion REPORTING itself only reached its modern level ~1970 — idleness that begins before then may be unreported use, not nonuse (flagged † below).
- 1200674 (1908-06-15, 1.5 cfs decreed): last active 1916 — 109 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1970) -- early absence of record is weak evidence of nonuse
- FIRST LEON DITCH (1200524) (1874-06-14, 1.2 cfs decreed): last active 1927 — 98 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1970) -- early absence of record is weak evidence of nonuse
- PAUL WALTON DITCH (1200837) (1911-04-01, 2.7 cfs decreed): last active 1939 — 86 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1970) -- early absence of record is weak evidence of nonuse
- HILLTOP DITCH (1201045) (1937-10-31, 4.1 cfs decreed): last active 1943 — 82 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1970) -- early absence of record is weak evidence of nonuse
- STATE DITCH NO 1 (1200559) (1930-06-01, 2.0 cfs decreed): last active 1958 — 67 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1970) -- early absence of record is weak evidence of nonuse
- KENNEDY DITCH NO 1 (1200775) (1912-04-13, 4.0 cfs decreed): last active 1970 — 55 years idle
- PHELPS DITCH (1200507) (1882-05-31, 2.0 cfs decreed): last active 1972 — 53 years idle
- FIBERBOARD PROD WELL 1 (1205000) (1870-05-31, 0.3 cfs decreed): last active 1972 — 53 years idle
- UETLEY DITCH (1200629) (1871-10-01, 0.5 cfs decreed): last active 1973 — 52 years idle
- GRAVESTOCK DITCH (1200668) (1874-04-01, 1.0 cfs decreed): last active 1973 — 52 years idle
Compliance screens (163 advisory flags)
Screened 269 of 1967 structures with rights (313 have diversion history on file). A flag is a lead for expert review — augmentation plans, exchanges, and free-river conditions can make over-decree diversions lawful and are deliberately not modeled.
- KITTRIDGE DITCH NO 1 (1200521): Observed p99 daily rate 763.0 cfs (max 763.0) exceeds total decreed absolute 4.3 cfs across 12702 recorded day(s).
- ST JOHNS TUNNEL (1200539): Observed p99 daily rate 257.1 cfs (max 411.5) exceeds total decreed absolute 6.4 cfs across 30981 recorded day(s). Structure holds an Augmentation-use decree -- diversions above the direct-flow decree can be lawful under plan operations; interpret with care.
- CANON CITY HYDRAULIC (1200505): Observed p99 daily rate 79.4 cfs (max 548.0) exceeds total decreed absolute 77.0 cfs across 66241 recorded day(s).
- COLO LIGHT & POWER P/L (1200506): Observed p99 daily rate 64.0 cfs (max 168.0) exceeds total decreed absolute 54.4 cfs across 60365 recorded day(s).
- BURROUGHS DITCH (1200651): Observed p99 daily rate 51.0 cfs (max 75.0) exceeds total decreed absolute 1.0 cfs across 18002 recorded day(s).
- UNION DITCH (1200835): Observed p99 daily rate 48.0 cfs (max 78.0) exceeds total decreed absolute 46.8 cfs across 68902 recorded day(s). Structure holds an Augmentation-use decree -- diversions above the direct-flow decree can be lawful under plan operations; interpret with care.
- CANON CITY & OIL CREEK (1200509): Observed p99 daily rate 31.3 cfs (max 807.1) exceeds total decreed absolute 24.7 cfs across 77633 recorded day(s).
- DAVIS DITCH (1200656): Observed p99 daily rate 22.0 cfs (max 22.0) exceeds total decreed absolute 2.2 cfs across 15978 recorded day(s).
- CANON CITY WATER WORKS (1200503): Observed p99 daily rate 21.5 cfs (max 39.2) exceeds total decreed absolute 4.7 cfs across 69395 recorded day(s).
- FREMONT COUNTY DITCH (1200510): Observed p99 daily rate 20.1 cfs (max 62.5) exceeds total decreed absolute 17.0 cfs across 57735 recorded day(s).
Seniority (top structures by decreed rate)
| Structure | Senior priority date | Rights | Decreed abs (cfs) | Decreed abs (AF) | Conditional? |
|---|---|---|---|---|---|
| MINNEQUA CANAL (1200511) | 1861-07-22 | 8 | 227.3 | 0 | — |
| BEAVER PARK DITCH (1200537) | 1861-04-15 | 38 | 161.1 | 0 | — |
| CANON CITY HYDRAULIC (1200505) | 1863-12-30 | 2 | 77.0 | 0 | — |
| COLO LIGHT & POWER P/L (1200506) | 1869-06-12 | 3 | 54.4 | 0 | — |
| SOUTH CANON DITCH (1200504) | 1862-05-01 | 7 | 48.5 | 0 | — |
| UNION DITCH (1200835) | 1861-11-30 | 1 | 46.8 | 0 | — |
| CANON HEIGHTS DITCH (1200530) | 1861-04-01 | 28 | 33.0 | 0 | — |
| DEWEESE DYE DITCH (1200672) | 1866-02-28 | 14 | 31.8 | 0 | — |
| ARK VALLEY RW L & P P/L (1200962) | 1894-05-21 | 1 | 27.0 | 0 | — |
| CANON CITY & OIL CREEK (1200509) | 1864-05-31 | 2 | 24.7 | 0 | — |
| WILSON CREEK DITCH (1200777) | 1896-06-13 | 1 | 24.0 | 0 | — |
| CC ROYAL GORGE INTAKE (1200928) | 1863-12-30 | 2 | 22.5 | 0 | — |
| PERCIVAL DITCH (1200620) | 1871-06-01 | 3 | 20.7 | 0 | — |
| IDEAL CEMENT PUMP PLANT (1200631) | 1861-05-01 | 11 | 20.7 | 0 | — |
| GIEM DITCH NO 1 (1200693) | 1930-04-01 | 2 | 20.0 | 0 | — |
No inventory or legal-document changes detected since the daily watch began.
If a call were placed at a given seniority, which structures in this basin would be out of priority, and how much of their decreed rate would be curtailed? Computed from this basin's cached decrees.
What this does and doesn't model. Seniority arithmetic only: every right junior to the call is treated as curtailed. It does not model reach applicability — structures downstream of the calling point are not administered by it — and it applies no futile-call judgment. Read it as “who is junior to this date, and by how much,” not as a prediction of what the Division Engineer would actually order.
Pick a calling right
Real decrees from this basin, ordered by administration number — that is, by actual seniority. The years will look out of order, and that is correct: an administration number encodes the adjudication date as well as the appropriation date, so a right appropriated in 1970 can be administered ahead of one from 1950. A senior call curtails almost everything; a junior one curtails almost nothing.
Or enter an administration number directly
DWR administration numbers encode appropriation and adjudication dates; lower is more senior.
Each row shows a streamgage where the upstream walk (headwater seed ± diversions ± returns ± tributaries) disagrees with the gage reading. Possible reasons include ungaged diversions/returns, channel losses, or structures with stale telemetry.
| Stream | Gage | R-mile | Predicted (cfs) | Observed (cfs) | Δ (cfs) | Reach (mi) | Hypothesis |
|---|---|---|---|---|---|---|---|
| MAINSTEM | ARKANSAS RIVER AT PARKDALE, CO. (ARKPARCO) | 67.7 | 0.2 | 262.6 | +262.4 | 0.2 | Unaccounted +262.4 cfs gain over 0.2 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| MAINSTEM | CANON CITY & OIL CREEK (1200509A) | 76.5 | 182.0 | 24.0 | -158.0 | 0.3 | Unaccounted -158.0 cfs loss over 0.3 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration. |
| MAINSTEM | ARKANSAS RIVER AT CANON CITY (ARKCANCO) | 76.2 | 262.6 | 182.0 | -80.6 | 8.5 | Unaccounted -80.6 cfs loss over 8.5 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration. |
| MAINSTEM | MINNEQUA CANAL (MINCANCO) | 82.4 | 24.0 | 90.7 | +66.7 | 5.9 | Unaccounted +66.7 cfs gain over 5.9 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| MAINSTEM | ARKANSAS RIVER AT PORTLAND, CO. (ARKPORCO) | 92.2 | 90.7 | 128.7 | +38.0 | 9.9 | Unaccounted +38.0 cfs gain over 9.9 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow. |
| Gage ⇅ | Station ⇅ | Avg cfs Aug 10–Aug 16 ⇅ |
% Hist Median ⇅ | Rank ⇅ | Δ1wk ⇅ | Δ4wk ⇅ | Yrs ⇅ | Status ⇅ |
|---|---|---|---|---|---|---|---|---|
| 1200509A | CANON CITY & OIL CREEK | 24.0 | 100% | 0 | +4 | +0 | 0.0 | SHORT_RECORD |
| PISOUTCO | MT PISGAH OUTFLOW | 0.6 | 7% | 0 | +0 | -8 | 13.8 | SHORT_RECORD |
| HRUAUGCO | HAYDEN RANCH UPPER AUG STATION | 0.0 | 0% | 0 | +0 | +0 | 5.9 | SHORT_RECORD |
| HRLAUGCO | HAYDEN RANCH LOWER AUG STATION | 0.0 | 0% | 0 | +0 | +0 | 5.9 | SHORT_RECORD |
| HRDIT2CO | HAYDEN DITCH NO 2 | 0.0 | 0% | 0 | +0 | +0 | 5.9 | SHORT_RECORD |
| 1201151A | MIDDLE BEAVER CREEK FLUME | 3.7 | 26% | 0 | -1 | +0 | 1.9 | SHORT_RECORD |
| BEACEMCO | BEAVER CR ABV UPPER BEAVER CEMETERY NR PENROSE, CO | 10.7 | 34% | 16 | -1 | +6 | 23.5 | SHORT_RECORD |
| BVRWP3CO | BEAVER PARK WATER, L STREET WEIR | 13.2 | 59% | 30 | -11 | +8 | 10.1 | SHORT_RECORD |
| SKGOUTCO | SKAGUAY RESERVOIR OUTFLOW | 16.0 | 62% | 34 | -4 | +9 | 5.9 | SHORT_RECORD |
| BEAPENCO | BEAVER CREEK ABOVE HIGHWAY 115 NEAR PENROSE, CO | 2.2 | 321% | 54 | +2 | +2 | 26.6 | SHORT_RECORD |
| MINCANCO | MINNEQUA CANAL | 90.7 | 107% | 72 | +1 | +13 | 19.7 | SHORT_RECORD |
| ARKCANCO | ARKANSAS RIVER AT CANON CITY | 182.0 | 26% | 0 | +23 | +3 | 136.5 | OK |
| FOUVICCO | FOURMILE CREEK BELOW CRIPPLE CREEK NEAR VICTOR, CO | 0.2 | 1% | 0 | +0 | -6 | 33.0 | OK |
| ARKPORCO | ARKANSAS RIVER AT PORTLAND, CO. | 128.7 | 17% | 0 | +38 | +26 | 65.1 | OK |
| ARKPARCO | ARKANSAS RIVER AT PARKDALE, CO. | 262.6 | 32% | 0 | +39 | +29 | 56.1 | OK |
Call details in gantt above
10 alert(s) · 9 warning(s) · 11 info. Each gage contributes at most one flag per category (its single most-severe match), so this list shouldn't multiply-count the same underlying condition.